框架柱内力组合表 第四层

层次杆件截面内力种类上端B4C3下端MNMNVMNMNVMNMNVMNMNV恒载①20.59808.4420.59847.32-11.44-18.78914.38-18.78953.2610.4318.78914.3818.78953.26-10.43-20.59808.45-20.59847.3211.44活载②7.85146.257.85146.25-4.36-6.47218.37-6.47218.373.596.47218.376.47218.37-3.59-7.85146.25-7.85146.254.36上端C4D34上端E4E3下端下端上端F4F3下端地震左③-122.96-156.28-100.60-156.28-62.09-153.4520.23-125.5520.23-51.67-153.45-20.23-125.55-20.23-51.67-122.96156.28-100.60156.28-69.09表7.3 框架柱内力组合表 第四层内力组合地震右1.2恒+1.4活1.35恒+0.98活④122.9635.7035.49156.281174.871234.71100.6035.7035.49156.281221.531287.2062.09-19.83-19.72153.45-31.59-31.69-20.231402.981448.42125.55-31.59-31.69-20.231449.631500.9151.6717.5417.60153.4531.5931.6920.231402.971448.42125.5531.5931.6920.231449.631500.9151.67-17.54-17.60122.96-35.70-35.49-156.281174.891234.73100.60-35.70-35.49-156.281221.541287.2169.0919.8319.72层力组合最不利内力组合1.2(恒+0.5活)+MmaxMM1.3地震左1.3地震右NNmaxNmin-130.43189.27189.27189.2735.7854.711261.041261.041261.041140.87-101.36160.20160.27160.27101.36901.361307.691307.691307.69901.36-97.0664.37-225.90173.07225.9225.931.591254.581201.981254.581254.581402.98-189.63136.80189.6331.69136.81301.241248.641301.241500.911248.64-52.5081.84-173.07225.90225.9225.931.591201.981254.581254.581254.581402.97-136.80189.63189.6331.64136.81248.641301.241301.241500.911248.64-81.8452.50-189.27130.43189.27189.2735.491261.06854.731261.061261.061234.73-160.20101.36160.2160.2101.361307.70901.371307.71307.7901.37-73.47106.16